PPT-SECOND EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING AND SE

ISTANBUL Turkey Aug 2529 2014 Feasibility study of a nation wide Early Warning System the application of the EEW software PRESTo on the Italian Strong Motion Network RAN . C Canada August 16 2004 Paper No 960 OFFLINE TUNING OF SHAKING TABLES Bradford K THOEN 1 Patrick N LAPLACE SUMMARY The control performance of shaking tables is greatly affected by the interaction between the table and the test specimen This is becau C Canada August 16 2004 Paper No 2424 STABLE DESIGN OF OUTPUT FEEDBACK CONTROL SYSTEMS WITH TIME DELAY ChiChang LIN ChangChing CHANG HuangLin CHEN SUMMARY In this paper a direct output feedback control algorithm through minimizing the entropy a per C Canada August 16 2004 Paper No 854 STUDY ON DYNAMIC PULLOUT STRENGTH OF ANCHORS BASED ON FAILURE MODES Hiroshi SATO Kazunori FUJIKAKE and Sidney MINDESS SUMMARY This study investigates the effect of loading rate on the ultimate pullout resistance C Canada August 16 2004 Paper No 79 Dynamic Characteristics Of A Barrage At Various Stages Of Construction AD PANDEY A BHARGAVA P CHAKRABORTTY KP GUPTA PC JAIN SUMMARY The occurrence of an earthquake is a random phenomenon in space and time and p C Canada August 16 2004 Paper No 543 DISPLACEMENT DESIGN OF MARINE STRUCTURES ON BATTER PILES Robert E HARN SUMMARY Historically batter piles were used to resist lateral forces in marine structures However due to poor performance in recent earthquake C Canada August 16 2004 Paper No 0588 VERIFICATION OF SEISMIC ST ABILITY OF CAISSON TYPE BREAKWATER Ryuzo OZAKI and Takashi NAGAO SUMMARY Seismic stability which is on sliding and overturning is verified for a design of a caisson type breakwater if n C Canada August 16 2004 Paper No 1031 RESPONSE OF STRUCTURES TO NEARFAULT GROUND MOTION A GHOBARAH 1 SUMMARY Nearfault eart hquake NFE records are rich in high frequencie s because the sh ort travel distance of the seismic waves would not allow enoug C Canada August 16 2004 Paper No 1681 SEISMIC PERFORMANCE OF B UCKLING RESTRAINED BRACED FRAME SYSTEMS Stephen MAHIN Patxi URIZ Ian AIKEN Caroline FIELD and Eric KO SUMMARY A growing number of buildings in the US are using bucklingrestrained brace C Canada August 16 2004 Paper No 1628 EFFECT OF CONFINING SOIL PRESSURE ON RESPONSE BEHAVIOR OF RC PILES UNDER GROUND Takeshi MAKI and Hiroshi MUTSUYOSHI SUMMARY The objective of this paper is to clarify the ductile behavior of reinforced concrete pi C Canada August 16 2004 Paper No 2129 EXPERIMENTAL EVALUATION OF CONFINED MASONRY WALLS WITH SEVERAL CONFININGCOLUMNS Angelo MARINILLI and Enrique CASTILLA SUMMARY The aim of this paper is to present the results of four tests performed at the IMME to C Canada August 16 2004 Paper No 2 A STUDY ON ENERGY DISSIPATING BEHAVIORS AND RESPONSE PREDICTION OF RC STRUCTURES WITH VISCOUS DAMPERS SUBJECTED TO EARTHQUAKES Norio HORI Yoko INOUE and Norio INOUE SUMMARY In the concept of performance based earth SabouriGhomi 1 and P Ebadi Associate Prof Dept of Structural Engineering Khaj e Nasir Toosi University of Technology Tehran Iran 2 PhD Candidate Dept of Structural Engineering K haje Nasir Toosi University of Technology Tehran Iran Email Sabourikntu C Canada August 16 2004 Paper No 4 MECHANICAL BEHAVIOR OF REINFORCED CONCRETE BEAMCOLUMN ASSEMBLAGE S WITH ECCENTRICITY Tomohiko KAMIMURA Hiroyasu TAKIMOTO and Shinya TANAKA SUMMARY Experimental work was carried out to study the mechanical behavior acir 2 Graduate Student Earthquake Engineering Department E ngineering School Science and Research Branch of the Islamic Azad University IAU Tehran Iran Email alisaalemigmailcom ABSTRACT It has been claimed by many researchers that the direc tion of